Development Application - Part 1 of 2 - Covering letter, IDAS Forms 1 & 28, DTMR Response Letter and Cardno Letter · OPW12/0241

                                                                                              ~r"’)Cardno  Shaping the Future



Our Ref      87900105.008 (417)

                                                                                                           Cardno (Qld)Pty Ltd

Contact      Paul Calver                                   ~cg~TIW~                                        ABN 57 051074992




                                                       llil 2 6 JUL 2012 lliJ                              Level 11
23 July 2012                                                                                               515 St Paul’s Terrace

                                                         BY:--------------------                           Fortitude Valley OLD 4006
                                                                                                           Australia

The Manager
The Jetty Specialist Pty Ltd                                                                               Locked Bag 4006
                                                                                                           Fortitude Valley OLD 4006
2 Industrial Ave
                                                                                                           Australia
CALOUNDRA QLD 4551

                                                                                                           Phone: 61 7 3369 9822
Dear Sir,
                                                                                                           Fax:        61 733699722


Structural Design Advice                                                                                   www.cardno.com.au




Project:                 Proposed Pontoon, Piles & Catwalk
Owner:                   Body Corporate for Jalynca
Address:                 Lot 245 (87)Noosa Parade, Noosa Heads



We, Cardno (Old) Pty Ltd, advise that the proposal to construct the works described above has been
checked by us. When the works are constructed in accordance with the approved drawings and in the
location shown, the proposed works are structurally adequate for the anticipated usage .in this location
and sh uld comply with the design and safety provisions of the Prescribed Tidal Work Code (Schedule
4A of the Coastal Protection and                           Management Regulation 2003), based on the design criteria, and
assumptions listed below.

Basis of Design Advice


                   The works do not impose loads that would significantly affect existing structures.
                   The works do not adversely affect the stability of the bed and banks in the near vicinity of
                   the structure.
             .     Structural design criteria:


Maximum Wave Height                                     600mm wind wave
                                                        600mm boat wake
Wind Classification                                     N3
Max. Current                                            1.0 m/s parallel to face of pontoon
Scour                                                   Reasonable scour effects from flood flows and tidal flows have been
                                                        considered
Debris Load                                             To AS 3962
Impact Loads                                            Minor loads without some damage to structure
                                                                                                   .




Max Vessel Size berthed                                 6.25 metres length (wet)& 3.0 m beam (wet)
Relevant Codes                                          AS 1170, AS 3962 and AS         3600, except where varied         by        the
                                                        Prescribed Tidal Work Code




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